Parametric study of hexagonal castellated beams in post-tensioned self-centering steel connections
Author:
Publisher
Springer Science and Business Media LLC
Subject
Architecture,Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s11709-019-0534-6.pdf
Reference66 articles.
1. Miller D K. Lessons learned from the Northridge earthquake. Engineering Structures, 1998, 20(4–6): 249–260
2. Tremblay R, Filiatrault A. Seismic performance of steel moment resisting frames retrofitted with a locally reduced beam section connection. Canadian Journal of Civil Engineering, 1997, 24(1): 78–89
3. Engelhardt M D, Sabol T A. Reinforcing of steel moment connections with cover plates: Benefits and limitations. Engineering Structures, 1998, 20(4–6): 510–520
4. Uang C M, Yu Q S K, Noel S, Gross J. Cyclic testing of steel moment connections rehabilitated with RBS or welded haunch. Journal of Structural Engineering, 2000, 126(1): 57–68
5. Ricles J M, Sause R, Garlock M M, Zhao C. Posttensioned seismic-resistant connections for steel frames. Journal of Structural Engineering, 2001, 127(2): 113–121
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